epanet 2.0

User Generated

wbuafbppre19

Engineering

Harvard University

Description

You are to find an appropriate and low-cost configuration of pipe diameters to deliver the water to the nodal water demands that ensures the pressure is above the minimum allowable pressures. You are to use trial and error hydraulic simulation using EPANET 2. Try to find the absolute lowest cost network design. Use SI unit system and more  informstion and method is available  

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